dc.contributor.author |
Smayra, Toufic Elias |
dc.date.accessioned |
2012-06-13T06:42:19Z |
dc.date.available |
2012-06-13T06:42:19Z |
dc.date.issued |
1994 |
dc.identifier.uri |
http://hdl.handle.net/10938/4928 |
dc.description |
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1994.;"Advisor: Dr. Mounir Mabsout, Assistant Professor, Civil Engineering -- Members of Committee: Dr. Mohamed Harajly, Associate Professor, Civil Engineerin |
dc.description |
Bibliography: leaves 88-90. |
dc.description.abstract |
The analysis of axially-loaded driven piles is examined in this study using a finite-element model. The three-dimensional model accounts for the nonlinear behavior of the soil undergoing large deformation. The simulation of the penetration of the pile in |
dc.format.extent |
xv, 90 leaves : ill. cm. |
dc.language.iso |
eng |
dc.relation.ispartof |
Theses, Dissertations, and Projects |
dc.subject.classification |
ET:003589 AUBNO |
dc.subject.lcsh |
Finite element method. |
dc.subject.lcsh |
Piling (Civil engineering). |
dc.title |
A simplified finite-element approach for the analysis of driven piles - by Toufic Elias Smayra |
dc.type |
Thesis |
dc.contributor.department |
American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |